Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 455-09-0006 | |
| Parish: Caddo | |
| Routes: I-49 | |
| Description: I-49 NORTH (JCT. LA 170 TO US 71) | |
| Type Const: CLEARING & GRUBBING, GR., DR. STRUCTURES, CLASS II BC, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONC. SLAB SPAN BRIDGES, PRECAST PRESTRESSED CONC. GIRDER SPAN BRIDGES; ALT. A1, SUPERPAVE ASPH. CONC. PAVEMENT; ALT. A2, PCC PAVEMENT; & RELATED WORK. | |
| Estimated Construction Cost: $41,044,209.77 | |
| Maximum Number of Days Allowed for Construction: 780 | |
| Calculated Daily User Cost: $3,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Life Cycle Cost |
Total Bid |
|---|---|---|---|---|---|---|
| 1 | 34567 | James Construction Group Llc | $38,926,189.64 | 690 | $508,900.00 | $41,505,089.64 |
| 2 | 39462 | Jb James Construction Llc | $39,250,133.45 | 730 | $508,900.00 | $41,949,033.45 |
| 3 | 38936 | Southern Industrial Contractors Llc | $42,868,282.75 | 780 | $508,900.00 | $45,717,182.75 |
| 4 | 12312 | Gilchrist Construction Co. LLC | $44,862,025.31 | 780 | $508,900.00 | $47,710,925.31 |
| 42076 | Austin Bridge & Road, Lp | IRREGULAR | IRREGULAR | IRREGULAR | IRREGULAR |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group Llc |
- 2 - Jb James Construction Llc |
- 3 - Southern Industrial Contractors Llc |
- 4 - Gilchrist Construction Co. LLC |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 780,000.00 | 780,000.00 | 850,000.00 | 850,000.00 | 1,459,221.20 | 1,459,221.20 | 1,150,000.00 | 1,150,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 174,901.00 | 174,901.00 | 55,000.00 | 55,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 57+34, 33' SQ. FT., 11.5' X 27.5' CONC. DECK) | 1 | EACH | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 | 3,720.25 | 3,720.25 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 10,301.4 | SQYD | 3.00 | 30,904.20 | 2.00 | 20,602.80 | 1.61 | 16,585.25 | 5.00 | 51,507.00 |
| 0005 | 203-01-00100 | General Excavation | 208,824 | CUYD | 1.75 | 365,442.00 | 2.00 | 417,648.00 | 2.07 | 432,265.68 | 2.60 | 542,942.40 |
| 0006 | 203-03-00100 | Embankment | 932,766 | CUYD | 3.75 | 3,497,872.50 | 4.00 | 3,731,064.00 | 4.84 | 4,514,587.44 | 5.20 | 4,850,383.20 |
| 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 508 | CUYD | 75.00 | 38,100.00 | 115.00 | 58,420.00 | 111.55 | 56,667.40 | 130.00 | 66,040.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 14 | EACH | 15.00 | 210.00 | 11.00 | 154.00 | 12.07 | 168.98 | 50.00 | 700.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 55 | EACH | 140.00 | 7,700.00 | 130.00 | 7,150.00 | 143.75 | 7,906.25 | 230.00 | 12,650.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 30 | EACH | 350.00 | 10,500.00 | 800.00 | 24,000.00 | 1,150.00 | 34,500.00 | 450.00 | 13,500.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 45,964 | LNFT | 2.50 | 114,910.00 | 1.70 | 78,138.80 | 1.67 | 76,759.88 | 1.50 | 68,946.00 |
| 0012 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 94,453.9 | SQYD | 7.35 | 694,236.17 | 11.50 | 1,086,219.85 | 8.93 | 843,473.33 | 8.75 | 826,471.63 |
| 0013 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 137,611.9 | SQYD | 4.20 | 577,969.98 | 4.80 | 660,537.12 | 4.45 | 612,372.96 | 7.00 | 963,283.30 |
| 0014 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 43,158 | SQYD | 12.70 | 548,106.60 | 9.00 | 388,422.00 | 14.90 | 643,054.20 | 15.00 | 647,370.00 |
| 0015 | 302-02-04000 | Class II Base Course (8 1/2" Thick) (STONE OR SOIL CEMENT) | 26,181.8 | SQYD | 10.00 | 261,818.00 | 5.00 | 130,909.00 | 6.18 | 161,803.52 | 16.00 | 418,908.80 |
| 0016 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 2,686.9 | SQYD | 12.00 | 32,242.80 | 5.00 | 13,434.50 | 6.18 | 16,605.04 | 15.00 | 40,303.50 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) (12" THICK) | 371.5 | TON | 250.00 | 92,875.00 | 230.00 | 85,445.00 | 368.52 | 136,905.18 | 280.00 | 104,020.00 |
| 0018 | 305-01-04000 | Subgrade Layer (12" Thick) | 137,644 | SQYD | 6.00 | 825,864.00 | 6.30 | 867,157.20 | 8.08 | 1,112,163.52 | 8.00 | 1,101,152.00 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 175 | CUYD | 100.00 | 17,500.00 | 75.00 | 13,125.00 | 74.56 | 13,048.00 | 100.00 | 17,500.00 |
| 0020 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 100.00 | 20,000.00 | 75.00 | 15,000.00 | 74.56 | 14,912.00 | 85.00 | 17,000.00 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 1,498 | GAL | 6.50 | 9,737.00 | 6.00 | 8,988.00 | 6.58 | 9,856.84 | 6.25 | 9,362.50 |
| 0022 | 507-02-00200 | Aggregate (S2) | 2,203 | SQYD | 6.50 | 14,319.50 | 6.00 | 13,218.00 | 6.58 | 14,495.74 | 6.25 | 13,768.75 |
| 0023 | 507-02-00300 | Aggregate (S3) | 2,203 | SQYD | 6.50 | 14,319.50 | 6.00 | 13,218.00 | 6.36 | 14,011.08 | 6.25 | 13,768.75 |
| 0024 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 94 | LNFT | 41.00 | 3,854.00 | 75.00 | 7,050.00 | 68.86 | 6,472.84 | 118.00 | 11,092.00 |
| 0025 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 1,316 | LNFT | 120.00 | 157,920.00 | 140.00 | 184,240.00 | 157.40 | 207,138.40 | 140.00 | 184,240.00 |
| 0026 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 1,266 | LNFT | 275.00 | 348,150.00 | 270.00 | 341,820.00 | 315.04 | 398,840.64 | 265.00 | 335,490.00 |
| 0027 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 726 | LNFT | 95.00 | 68,970.00 | 130.00 | 94,380.00 | 115.22 | 83,649.72 | 105.00 | 76,230.00 |
| 0028 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 771 | LNFT | 110.00 | 84,810.00 | 170.00 | 131,070.00 | 139.49 | 107,546.79 | 145.00 | 111,795.00 |
| 0029 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 37 | LNFT | 40.00 | 1,480.00 | 50.00 | 1,850.00 | 40.25 | 1,489.25 | 105.00 | 3,885.00 |
| 0030 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 81 | LNFT | 40.00 | 3,240.00 | 65.00 | 5,265.00 | 68.86 | 5,577.66 | 125.00 | 10,125.00 |
| 0031 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 4,000.00 | 8,000.00 | 3,000.00 | 6,000.00 | 2,530.00 | 5,060.00 | 5,000.00 | 10,000.00 |
| 0032 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 950 | LNFT | 45.00 | 42,750.00 | 45.00 | 42,750.00 | 51.75 | 49,162.50 | 50.00 | 47,500.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 3,945.2 | LNFT | 16.00 | 63,123.20 | 16.00 | 63,123.20 | 18.40 | 72,591.68 | 18.50 | 72,986.20 |
| 0034 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 25 | LNFT | 81.00 | 2,025.00 | 81.00 | 2,025.00 | 93.15 | 2,328.75 | 95.00 | 2,375.00 |
| 0035 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 870 | LNFT | 53.00 | 46,110.00 | 53.00 | 46,110.00 | 60.95 | 53,026.50 | 60.00 | 52,200.00 |
| 0036 | 704-11-00100 | Guard Rail End Treatment (Flared) | 30 | EACH | 1,950.00 | 58,500.00 | 2,000.00 | 60,000.00 | 2,242.50 | 67,275.00 | 2,200.00 | 66,000.00 |
| 0037 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 6 | EACH | 4,200.00 | 25,200.00 | 4,200.00 | 25,200.00 | 4,830.00 | 28,980.00 | 4,500.00 | 27,000.00 |
| 0038 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 32,032 | LNFT | 4.00 | 128,128.00 | 4.00 | 128,128.00 | 4.54 | 145,425.28 | 4.30 | 137,737.60 |
| 0039 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 1,042 | SQYD | 32.00 | 33,344.00 | 44.00 | 45,848.00 | 64.40 | 67,104.80 | 40.00 | 41,680.00 |
| 0040 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,439.6 | SQYD | 34.00 | 48,946.40 | 55.00 | 79,178.00 | 79.35 | 114,232.26 | 82.00 | 118,047.20 |
| 0041 | 708-01-00100 | Right-of-Way Monument | 70 | EACH | 100.00 | 7,000.00 | 120.00 | 8,400.00 | 143.75 | 10,062.50 | 100.00 | 7,000.00 |
| 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 70 | EACH | 50.00 | 3,500.00 | 120.00 | 8,400.00 | 86.25 | 6,037.50 | 100.00 | 7,000.00 |
| 0043 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 2,927 | SQYD | 58.00 | 169,766.00 | 60.00 | 175,620.00 | 64.78 | 189,611.06 | 64.00 | 187,328.00 |
| 0044 | 712-04-00100 | Flexible Revetment | 2,800 | SQYD | 54.00 | 151,200.00 | 52.00 | 145,600.00 | 50.17 | 140,476.00 | 55.00 | 154,000.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 | 115,000.00 | 115,000.00 | 500,000.00 | 500,000.00 |
| 0046 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 2,163 | LNFT | 0.15 | 324.45 | 0.15 | 324.45 | 1.00 | 2,163.00 | 1.50 | 3,244.50 |
| 0047 | 716-01-00100 | Mulch (Vegetative) | 116.6 | TON | 450.00 | 52,470.00 | 450.00 | 52,470.00 | 550.00 | 64,130.00 | 525.00 | 61,215.00 |
| 0048 | 717-01-00100 | Seeding | 2,295 | LB | 8.00 | 18,360.00 | 8.00 | 18,360.00 | 8.00 | 18,360.00 | 9.00 | 20,655.00 |
| 0049 | 718-01-00100 | Fertilizer | 76,500 | LB | 0.43 | 32,895.00 | 0.45 | 34,425.00 | 0.50 | 38,250.00 | 0.45 | 34,425.00 |
| 0050 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 28,401 | SQYD | 1.13 | 32,093.13 | 1.20 | 34,081.20 | 1.73 | 49,133.73 | 1.25 | 35,501.25 |
| 0051 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 4,521 | SQYD | 1.60 | 7,233.60 | 1.70 | 7,685.70 | 2.07 | 9,358.47 | 1.83 | 8,273.43 |
| 0052 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 20,125.00 | 20,125.00 | 30,000.00 | 30,000.00 |
| 0053 | 726-01-00100 | Bedding Material | 5,584.5 | CUYD | 59.00 | 329,485.50 | 50.00 | 279,225.00 | 103.45 | 577,716.53 | 75.00 | 418,837.50 |
| 0054 | 727-01-00100 | Mobilization | 1 | LUMP | 3,200,000.00 | 3,200,000.00 | 3,900,000.00 | 3,900,000.00 | 1,593,107.00 | 1,593,107.00 | 4,500,000.00 | 4,500,000.00 |
| 0055 | 729-01-00100 | Sign (Type A) | 883.7 | SQFT | 19.50 | 17,232.15 | 20.00 | 17,674.00 | 22.42 | 19,812.55 | 21.00 | 18,557.70 |
| 0056 | 729-04-00100 | Sign (Type D) | 814 | SQFT | 26.00 | 21,164.00 | 26.00 | 21,164.00 | 29.90 | 24,338.60 | 29.00 | 23,606.00 |
| 0057 | 729-05-00100 | Sign (Type E) | 100 | SQFT | 31.00 | 3,100.00 | 32.00 | 3,200.00 | 35.65 | 3,565.00 | 31.00 | 3,100.00 |
| 0058 | 729-06-00100 | Sign (Overhead Mounted) | 487 | SQFT | 26.00 | 12,662.00 | 26.00 | 12,662.00 | 29.90 | 14,561.30 | 27.00 | 13,149.00 |
| 0059 | 729-08-00100 | Mounting (2 1/2" Size Post) | 35 | EACH | 790.00 | 27,650.00 | 800.00 | 28,000.00 | 908.50 | 31,797.50 | 900.00 | 31,500.00 |
| 0060 | 729-08-00200 | Mounting (3 1/2" Size Post) | 25 | EACH | 960.00 | 24,000.00 | 1,000.00 | 25,000.00 | 1,106.30 | 27,657.50 | 1,000.00 | 25,000.00 |
| 0061 | 729-08-00210 | Mounting (3 1/2" Size Post)(Structure Mount) | 2 | EACH | 4,600.00 | 9,200.00 | 4,600.00 | 9,200.00 | 5,290.00 | 10,580.00 | 5,000.00 | 10,000.00 |
| 0062 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 22 | EACH | 1,035.00 | 22,770.00 | 1,100.00 | 24,200.00 | 1,190.25 | 26,185.50 | 1,100.00 | 24,200.00 |
| 0063 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,650.00 | 13,200.00 | 1,700.00 | 13,600.00 | 1,897.50 | 15,180.00 | 1,700.00 | 13,600.00 |
| 0064 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 5 | EACH | 6,250.00 | 31,250.00 | 6,500.00 | 32,500.00 | 7,187.50 | 35,937.50 | 7,200.00 | 36,000.00 |
| 0065 | 729-16-00200 | Object Marker Assembly (Type 2) | 20 | EACH | 60.00 | 1,200.00 | 60.00 | 1,200.00 | 69.00 | 1,380.00 | 70.00 | 1,400.00 |
| 0066 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 70.00 | 1,680.00 | 70.00 | 1,680.00 | 80.50 | 1,932.00 | 80.00 | 1,920.00 |
| 0067 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 4 | EACH | 350.00 | 1,400.00 | 350.00 | 1,400.00 | 402.50 | 1,610.00 | 400.00 | 1,600.00 |
| 0068 | 729-18-00100 | Milepost Assembly (Structure Mounted) | 2 | EACH | 185.00 | 370.00 | 200.00 | 400.00 | 212.75 | 425.50 | 200.00 | 400.00 |
| 0069 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,725.00 | 1,725.00 | 2,000.00 | 2,000.00 |
| 0070 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 650 | EACH | 12.00 | 7,800.00 | 12.00 | 7,800.00 | 13.80 | 8,970.00 | 11.00 | 7,150.00 |
| 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,481 | EACH | 5.00 | 7,405.00 | 5.00 | 7,405.00 | 5.75 | 8,515.75 | 5.90 | 8,737.90 |
| 0072 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 3,952 | LNFT | 1.00 | 3,952.00 | 1.00 | 3,952.00 | 1.15 | 4,544.80 | 4.05 | 16,005.60 |
| 0073 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 762 | LNFT | 3.00 | 2,286.00 | 3.00 | 2,286.00 | 3.45 | 2,628.90 | 7.00 | 5,334.00 |
| 0074 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 18.526 | MILE | 2,500.00 | 46,315.00 | 2,500.00 | 46,315.00 | 2,875.00 | 53,262.25 | 2,500.00 | 46,315.00 |
| 0075 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 250.00 | 1,000.00 | 250.00 | 1,000.00 | 288.00 | 1,152.00 | 350.00 | 1,400.00 |
| 0076 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 4 | EACH | 250.00 | 1,000.00 | 250.00 | 1,000.00 | 288.00 | 1,152.00 | 350.00 | 1,400.00 |
| 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 274,344.00 | 274,344.00 | 500,000.00 | 500,000.00 |
| 0078 | 805-01-00700 | Class A Concrete (Bents) | 4,626.23 | CUYD | 575.00 | 2,660,082.25 | 500.00 | 2,313,115.00 | 550.00 | 2,544,426.50 | 500.00 | 2,313,115.00 |
| 0079 | 805-03-00100 | Class AA Concrete | 94.25 | CUYD | 500.00 | 47,125.00 | 500.00 | 47,125.00 | 600.00 | 56,550.00 | 1,000.00 | 94,250.00 |
| 0080 | 805-04-00100 | Class AA(M) Concrete | 7,146.02 | CUYD | 475.00 | 3,394,359.50 | 480.00 | 3,430,089.60 | 550.00 | 3,930,311.00 | 600.00 | 4,287,612.00 |
| 0081 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 7,179.2 | LNFT | 100.00 | 717,920.00 | 85.00 | 610,232.00 | 120.00 | 861,504.00 | 90.00 | 646,128.00 |
| 0082 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 20,594.7 | LNFT | 120.00 | 2,471,364.00 | 100.00 | 2,059,470.00 | 155.00 | 3,192,178.50 | 110.00 | 2,265,417.00 |
| 0083 | 805-08-00700 | Precast-Prestressed Concrete Girder (Type BT-72) | 995.6 | LNFT | 160.00 | 159,296.00 | 140.00 | 139,384.00 | 153.00 | 152,326.80 | 170.00 | 169,252.00 |
| 0084 | 805-11-00100 | Strip Seal Joints | 1,681.28 | LNFT | 160.00 | 269,004.80 | 150.00 | 252,192.00 | 160.00 | 269,004.80 | 185.00 | 311,036.80 |
| 0085 | 806-01-00100 | Deformed Reinforcing Steel | 1,056,630 | LB | 0.75 | 792,472.50 | 0.70 | 739,641.00 | 0.65 | 686,809.50 | 0.60 | 633,978.00 |
| 0086 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 2,221,170 | LB | 0.80 | 1,776,936.00 | 0.85 | 1,887,994.50 | 0.78 | 1,732,512.60 | 0.75 | 1,665,877.50 |
| 0087 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 | 600,000.00 | 600,000.00 | 70,000.00 | 70,000.00 |
| 0088 | 810-01-00100 | Concrete Railing (Standard Barrier) | 9,315.56 | LNFT | 45.00 | 419,200.20 | 48.00 | 447,146.88 | 50.00 | 465,778.00 | 65.00 | 605,511.40 |
| 0089 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 3,915.56 | LNFT | 46.00 | 180,115.76 | 50.00 | 195,778.00 | 55.00 | 215,355.80 | 70.00 | 274,089.20 |
| 0090 | 813-01-00100 | Concrete Approach Slabs | 3,999.99 | SQYD | 195.00 | 779,998.05 | 190.00 | 759,998.10 | 200.00 | 799,998.00 | 200.00 | 799,998.00 |
| 0091 | 814-01-00200 | Drilled Shaft (24" Diameter) | 1,100 | LNFT | 100.00 | 110,000.00 | 220.00 | 242,000.00 | 87.00 | 95,700.00 | 73.00 | 80,300.00 |
| 0092 | 814-01-00600 | Drilled Shaft (48" Diameter) | 390 | LNFT | 225.00 | 87,750.00 | 250.00 | 97,500.00 | 230.00 | 89,700.00 | 250.00 | 97,500.00 |
| 0093 | 814-01-00650 | Drilled Shaft (54" Diameter) | 2,922 | LNFT | 260.00 | 759,720.00 | 250.00 | 730,500.00 | 288.00 | 841,536.00 | 195.00 | 569,790.00 |
| 0094 | 814-01-00700 | Drilled Shaft (60" Diameter) | 615 | LNFT | 300.00 | 184,500.00 | 300.00 | 184,500.00 | 317.00 | 194,955.00 | 300.00 | 184,500.00 |
| 0095 | 814-01-00800 | Drilled Shaft (66" Diameter) | 7,950 | LNFT | 380.00 | 3,021,000.00 | 480.00 | 3,816,000.00 | 419.00 | 3,331,050.00 | 425.00 | 3,378,750.00 |
| 0096 | 814-02-00650 | Trial Shaft (54" Diameter) | 56 | LNFT | 420.00 | 23,520.00 | 350.00 | 19,600.00 | 460.00 | 25,760.00 | 250.00 | 14,000.00 |
| 0097 | 814-02-00800 | Trial Shaft (66" Diameter) | 66 | LNFT | 550.00 | 36,300.00 | 480.00 | 31,680.00 | 575.00 | 37,950.00 | 500.00 | 33,000.00 |
| 0098 | 814-04-00600 | Crosshole Sonic Logging (48" Diameter) | 6 | EACH | 1,600.00 | 9,600.00 | 1,400.00 | 8,400.00 | 1,725.00 | 10,350.00 | 1,800.00 | 10,800.00 |
| 0099 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 63 | EACH | 1,650.00 | 103,950.00 | 1,400.00 | 88,200.00 | 1,785.00 | 112,455.00 | 1,800.00 | 113,400.00 |
| 0100 | 814-04-00700 | Crosshole Sonic Logging (60" Diameter) | 12 | EACH | 1,700.00 | 20,400.00 | 1,400.00 | 16,800.00 | 1,840.00 | 22,080.00 | 1,800.00 | 21,600.00 |
| 0101 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 180 | EACH | 1,750.00 | 315,000.00 | 1,400.00 | 252,000.00 | 1,900.00 | 342,000.00 | 1,800.00 | 324,000.00 |
| 0102 | NS-202-00007 | NS Plug and Abandon Well | 2 | EACH | 10,000.00 | 20,000.00 | 4,000.00 | 8,000.00 | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 |
| 0103 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 1 | EACH | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 30,000.00 | 30,000.00 | 32,000.00 | 32,000.00 |
| 0104 | NS-800-00100 | Load Testing a Drilled Shaft | 5 | EACH | 100,000.00 | 500,000.00 | 60,000.00 | 300,000.00 | 115,000.00 | 575,000.00 | 80,000.00 | 400,000.00 |
| 0105 | NS-800-00120 | Pier Protection System (Vehicle) | 6 | EACH | 60,000.00 | 360,000.00 | 44,000.00 | 264,000.00 | 50,000.00 | 300,000.00 | 30,000.00 | 180,000.00 |
| 0106 | NS-800-00140 | Test Drilled Shaft (54" Diameter) | 2 | EACH | 42,500.00 | 85,000.00 | 30,000.00 | 60,000.00 | 46,000.00 | 92,000.00 | 24,000.00 | 48,000.00 |
| 0107 | NS-800-00140 | Test Drilled Shaft (66" Diameter) | 3 | EACH | 53,500.00 | 160,500.00 | 40,000.00 | 120,000.00 | 57,500.00 | 172,500.00 | 30,000.00 | 90,000.00 |
| 0118 | 814-03-00800 | Permanent Casing (66" Diameter) | 150 | LNFT | 320.00 | 48,000.00 | 280.00 | 42,000.00 | 288.00 | 43,200.00 | 300.00 | 45,000.00 |
| SUBTOTAL GENERAL | 33,290,256 | 34,415,964 | 37,053,667 | 38,851,721 | ||||||||
| Alternate AA1 | ||||||||||||
| 0108 | 502-01-00100 | Superpave Asphaltic Concrete | 80,388.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0109 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,260.2 | TON | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0110 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.95 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0111 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 11.9 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 00 | 00 | 00 | 00 | ||||||||
| Alternate AA2 | ||||||||||||
| 0112 | 502-01-00100 | Superpave Asphaltic Concrete | 5,019.1 | TON | 96.00 | 481,833.60 | 100.00 | 501,910.00 | 150.00 | 752,865.00 | 95.00 | 476,814.50 |
| 0113 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 360.7 | TON | 220.00 | 79,354.00 | 200.00 | 72,140.00 | 230.00 | 82,961.00 | 220.00 | 79,354.00 |
| 0114 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 94,453.9 | SQYD | 37.00 | 3,494,794.30 | 34.50 | 3,258,659.55 | 40.00 | 3,778,156.00 | 38.00 | 3,589,248.20 |
| 0115 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 118 | EACH | 100.00 | 11,800.00 | 80.00 | 9,440.00 | 100.00 | 11,800.00 | 60.00 | 7,080.00 |
| 0116 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 7.95 | MILE | 4,000.00 | 31,800.00 | 4,000.00 | 31,800.00 | 4,600.00 | 36,570.00 | 4,200.00 | 33,390.00 |
| 0117 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 48,011 | SQYD | 32.00 | 1,536,352.00 | 20.00 | 960,220.00 | 24.00 | 1,152,264.00 | 38.00 | 1,824,418.00 |
| SUBTOTAL ALT AA2 | 5,635,933.90 | 4,834,169.55 | 5,814,616.00 | 6,010,304.70 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 38,926,189.64 | 39,250,133.45 | 42,868,282.75 | 44,862,025.31 | ||||||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | 2,070,000.00 | 2,190,000.00 | 2,340,000.00 | 2,340,000.00 | ||||||||
| LIFE CYCLE COST | 508,900.00 | 508,900.00 | 508,900.00 | 508,900.00 | ||||||||
| TOTAL BID | 41,505,089.64 | 41,949,033.45 | 45,717,182.75 | 47,710,925.31 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
Austin Bridge & Road, Lp |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) | 1 | LUMP | 3,300,000.00 | 3,300,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 60,000.00 | 60,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA. 57+34, 33' SQ. FT., 11.5' X 27.5' CONC. DECK) | 1 | EACH | 25,000.00 | 25,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 10,301.4 | SQYD | 1.25 | 12,876.75 |
| 0005 | 203-01-00100 | General Excavation | 208,824 | CUYD | 1.85 | 386,324.40 |
| 0006 | 203-03-00100 | Embankment | 932,766 | CUYD | 3.85 | 3,591,149.10 |
| 0007 | 203-04-00300 | Nonplastic Embankment (Stone) | 508 | CUYD | 112.00 | 56,896.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 14 | EACH | 10.50 | 147.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 55 | EACH | 125.00 | 6,875.00 |
| 0010 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 30 | EACH | 350.00 | 10,500.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 45,964 | LNFT | 1.45 | 66,647.80 |
| 0012 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 94,453.9 | SQYD | 8.60 | 812,303.54 |
| 0013 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 137,611.9 | SQYD | 4.60 | 633,014.74 |
| 0014 | 302-02-02560 | Class II Base Course (7" Thick) (Stone or Recycled Portland Cement Concrete) | 43,158 | SQYD | 14.75 | 636,580.50 |
| 0015 | 302-02-04000 | Class II Base Course (8 1/2" Thick) (STONE OR SOIL CEMENT) | 26,181.8 | SQYD | 10.60 | 277,527.08 |
| 0016 | 302-02-04020 | Class II Base Course (8 1/2" Thick) (Soil Cement) | 2,686.9 | SQYD | 5.00 | 13,434.50 |
| 0017 | 304-05-00100 | Lime Treatment (Type E) (12" THICK) | 371.5 | TON | 200.00 | 74,300.00 |
| 0018 | 305-01-04000 | Subgrade Layer (12" Thick) | 137,644 | SQYD | 6.50 | 894,686.00 |
| 0019 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 175 | CUYD | 75.00 | 13,125.00 |
| 0020 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 75.00 | 15,000.00 |
| 0021 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 1,498 | GAL | 5.72 | 8,568.56 |
| 0022 | 507-02-00200 | Aggregate (S2) | 2,203 | SQYD | 5.72 | 12,601.16 |
| 0023 | 507-02-00300 | Aggregate (S3) | 2,203 | SQYD | 5.63 | 12,402.89 |
| 0024 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 94 | LNFT | 40.82 | 3,837.08 |
| 0025 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 1,316 | LNFT | 120.41 | 158,459.56 |
| 0026 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 1,266 | LNFT | 255.10 | 322,956.60 |
| 0027 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 726 | LNFT | 94.90 | 68,897.40 |
| 0028 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 771 | LNFT | 107.14 | 82,604.94 |
| 0029 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 37 | LNFT | 40.82 | 1,510.34 |
| 0030 | 701-03-01040 | Storm Drain Pipe (24" RCP/PP) | 81 | LNFT | 40.82 | 3,306.42 |
| 0031 | 702-03-00100 | Catch Basins (CB-01) | 2 | EACH | 3,877.55 | 7,755.10 |
| 0032 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 950 | LNFT | 45.00 | 42,750.00 |
| 0033 | 704-03-00100 | Blocked Out Guard Rail | 3,945.2 | LNFT | 16.00 | 63,123.20 |
| 0034 | 704-06-00200 | Guard Rail Anchor Sections (Trailing End) (Single Thrie Beam) | 25 | LNFT | 81.00 | 2,025.00 |
| 0035 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 870 | LNFT | 53.00 | 46,110.00 |
| 0036 | 704-11-00100 | Guard Rail End Treatment (Flared) | 30 | EACH | 1,950.00 | 58,500.00 |
| 0037 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 6 | EACH | 4,200.00 | 25,200.00 |
| 0038 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 32,032 | LNFT | 5.10 | 163,363.20 |
| 0039 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 1,042 | SQYD | 29.50 | 30,739.00 |
| 0040 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 1,439.6 | SQYD | 32.18 | 46,326.33 |
| 0041 | 708-01-00100 | Right-of-Way Monument | 70 | EACH | 140.00 | 9,800.00 |
| 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 70 | EACH | 50.00 | 3,500.00 |
| 0043 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 2,927 | SQYD | 37.50 | 109,762.50 |
| 0044 | 712-04-00100 | Flexible Revetment | 2,800 | SQYD | 79.36 | 222,208.00 |
| 0045 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 58,740.00 | 58,740.00 |
| 0046 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 2,163 | LNFT | 0.15 | 324.45 |
| 0047 | 716-01-00100 | Mulch (Vegetative) | 116.6 | TON | 450.00 | 52,470.00 |
| 0048 | 717-01-00100 | Seeding | 2,295 | LB | 7.99 | 18,337.05 |
| 0049 | 718-01-00100 | Fertilizer | 76,500 | LB | 0.43 | 32,895.00 |
| 0050 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 28,401 | SQYD | 1.13 | 32,093.13 |
| 0051 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 4,521 | SQYD | 1.60 | 7,233.60 |
| 0052 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 48,955.50 | 48,955.50 |
| 0053 | 726-01-00100 | Bedding Material | 5,584.5 | CUYD | 56.12 | 313,402.14 |
| 0054 | 727-01-00100 | Mobilization | 1 | LUMP | 2,200,000.00 | 2,200,000.00 |
| 0055 | 729-01-00100 | Sign (Type A) | 883.7 | SQFT | 19.50 | 17,232.15 |
| 0056 | 729-04-00100 | Sign (Type D) | 814 | SQFT | 26.00 | 21,164.00 |
| 0057 | 729-05-00100 | Sign (Type E) | 100 | SQFT | 31.00 | 3,100.00 |
| 0058 | 729-06-00100 | Sign (Overhead Mounted) | 487 | SQFT | 26.00 | 12,662.00 |
| 0059 | 729-08-00100 | Mounting (2 1/2" Size Post) | 35 | EACH | 790.00 | 27,650.00 |
| 0060 | 729-08-00200 | Mounting (3 1/2" Size Post) | 25 | EACH | 962.00 | 24,050.00 |
| 0061 | 729-08-00210 | Mounting (3 1/2" Size Post)(Structure Mount) | 2 | EACH | 4,600.00 | 9,200.00 |
| 0062 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 22 | EACH | 1,035.00 | 22,770.00 |
| 0063 | 729-08-00700 | Mounting (W8 x 18 Size Post) | 8 | EACH | 1,650.00 | 13,200.00 |
| 0064 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 5 | EACH | 6,250.00 | 31,250.00 |
| 0065 | 729-16-00200 | Object Marker Assembly (Type 2) | 20 | EACH | 60.00 | 1,200.00 |
| 0066 | 729-16-00300 | Object Marker Assembly (Type 3) | 24 | EACH | 70.00 | 1,680.00 |
| 0067 | 729-17-00100 | Milepost Assembly (Ground Mounted) | 4 | EACH | 350.00 | 1,400.00 |
| 0068 | 729-18-00100 | Milepost Assembly (Structure Mounted) | 2 | EACH | 185.00 | 370.00 |
| 0069 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 1,500.00 | 1,500.00 |
| 0070 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 650 | EACH | 6.00 | 3,900.00 |
| 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,481 | EACH | 2.50 | 3,702.50 |
| 0072 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 3,952 | LNFT | 0.50 | 1,976.00 |
| 0073 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 762 | LNFT | 1.50 | 1,143.00 |
| 0074 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 18.526 | MILE | 1,250.00 | 23,157.50 |
| 0075 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 4 | EACH | 125.00 | 500.00 |
| 0076 | 732-04-15020 | Plastic Pavement Legends and Symbols (ONLY) | 4 | EACH | 125.00 | 500.00 |
| 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 728,000.00 | 728,000.00 |
| 0078 | 805-01-00700 | Class A Concrete (Bents) | 4,626.23 | CUYD | 486.00 | 2,248,347.78 |
| 0079 | 805-03-00100 | Class AA Concrete | 94.25 | CUYD | 1,100.00 | 103,675.00 |
| 0080 | 805-04-00100 | Class AA(M) Concrete | 7,146.02 | CUYD | 480.00 | 3,430,089.60 |
| 0081 | 805-08-00300 | Precast-Prestressed Concrete Girder (Type III) | 7,179.2 | LNFT | 110.00 | 789,712.00 |
| 0082 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 20,594.7 | LNFT | 168.00 | 3,459,909.60 |
| 0083 | 805-08-00700 | Precast-Prestressed Concrete Girder (Type BT-72) | 995.6 | LNFT | 165.00 | 164,274.00 |
| 0084 | 805-11-00100 | Strip Seal Joints | 1,681.28 | LNFT | 150.00 | 252,192.00 |
| 0085 | 806-01-00100 | Deformed Reinforcing Steel | 1,056,630 | LB | 0.68 | 718,508.40 |
| 0086 | 806-02-00100 | Deformed Reinforcing Steel (Epoxy Coated) | 2,221,170 | LB | 0.78 | 1,732,512.60 |
| 0087 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0088 | 810-01-00100 | Concrete Railing (Standard Barrier) | 9,315.56 | LNFT | 51.00 | 475,093.56 |
| 0089 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 3,915.56 | LNFT | 50.00 | 195,778.00 |
| 0090 | 813-01-00100 | Concrete Approach Slabs | 3,999.99 | SQYD | 220.00 | 879,997.80 |
| 0091 | 814-01-00200 | Drilled Shaft (24" Diameter) | 1,100 | LNFT | 85.00 | 93,500.00 |
| 0092 | 814-01-00600 | Drilled Shaft (48" Diameter) | 390 | LNFT | 225.00 | 87,750.00 |
| 0093 | 814-01-00650 | Drilled Shaft (54" Diameter) | 2,922 | LNFT | 280.00 | 818,160.00 |
| 0094 | 814-01-00700 | Drilled Shaft (60" Diameter) | 615 | LNFT | 320.00 | 196,800.00 |
| 0095 | 814-01-00800 | Drilled Shaft (66" Diameter) | 7,950 | LNFT | 406.00 | 3,227,700.00 |
| 0096 | 814-02-00650 | Trial Shaft (54" Diameter) | 56 | LNFT | 465.00 | 26,040.00 |
| 0097 | 814-02-00800 | Trial Shaft (66" Diameter) | 66 | LNFT | 590.00 | 38,940.00 |
| 0098 | 814-04-00600 | Crosshole Sonic Logging (48" Diameter) | 6 | EACH | 1,550.00 | 9,300.00 |
| 0099 | 814-04-00650 | Crosshole Sonic Logging (54" Diameter) | 63 | EACH | 1,550.00 | 97,650.00 |
| 0100 | 814-04-00700 | Crosshole Sonic Logging (60" Diameter) | 12 | EACH | 1,550.00 | 18,600.00 |
| 0101 | 814-04-00800 | Crosshole Sonic Logging (66" Diameter) | 180 | EACH | 1,550.00 | 279,000.00 |
| 0102 | NS-202-00007 | NS Plug and Abandon Well | 2 | EACH | 1,500.00 | 3,000.00 |
| 0103 | NS-202-00008 | NS Re-open, Cut, Plug and Abandon Well | 1 | EACH | 3,500.00 | 3,500.00 |
| 0104 | NS-800-00100 | Load Testing a Drilled Shaft | 5 | EACH | 105,000.00 | 525,000.00 |
| 0105 | NS-800-00120 | Pier Protection System (Vehicle) | 6 | EACH | 80,000.00 | 480,000.00 |
| 0106 | NS-800-00140 | Test Drilled Shaft (54" Diameter) | 2 | EACH | 45,000.00 | 90,000.00 |
| 0107 | NS-800-00140 | Test Drilled Shaft (66" Diameter) | 3 | EACH | 55,000.00 | 165,000.00 |
| 0118 | 814-03-00800 | Permanent Casing (66" Diameter) | 150 | LNFT | 255.00 | 38,250.00 |
| SUBTOTAL GENERAL | 36,791,733 | |||||
| Alternate AA1 | ||||||
| 0108 | 502-01-00100 | Superpave Asphaltic Concrete | 80,388.2 | TON | 0.00 | 0.00 |
| 0109 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 3,260.2 | TON | 0.00 | 0.00 |
| 0110 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 7.95 | MILE | 0.00 | 0.00 |
| 0111 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 11.9 | MILE | 0.00 | 0.00 |
| SUBTOTAL ALT AA1 | 00 | |||||
| Alternate AA2 | ||||||
| 0112 | 502-01-00100 | Superpave Asphaltic Concrete | 5,019.1 | TON | 97.96 | 491,671.04 |
| 0113 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 360.7 | TON | 224.49 | 80,973.54 |
| 0114 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 94,453.9 | SQYD | 39.00 | 3,683,702.10 |
| 0115 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 118 | EACH | 107.50 | 12,685.00 |
| 0116 | 732-03-03000 | Plastic Pavement Striping (Broken Line) (4" Width) (Preformed Tape) (Retroreflectivity Level I) | 7.95 | MILE | 2,000.00 | 15,900.00 |
| 0117 | NS-DEV-60302 | NS Roller Compacted Concrete (RCC) Pavement (8" Thick) | 48,011 | SQYD | 31.00 | 1,488,341.00 |
| SUBTOTAL ALT AA2 | 5,773,272.68 | |||||
| ITEM TOTAL (CONSTRUCTION BID) | 36,791,733.05 | |||||
| NUMBER OF DAYS BID AT $3000 PER DAY. | ||||||
| LIFE CYCLE COST | ||||||
| TOTAL BID | ||||||